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Home My WebLink About1862-15 GENERAL NOTES I, ALL WORK SHALL BE DONE IN ACORDANCE WITH THESE PLANS AND THE }' CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS ST R/EET - DATED 1975. ' SAN BERNARDINO FWY. 10 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY'LIMITS. AIRPORT DR. SLOVER AVE. '?-SAN SEVAINE 3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE SANTA ANA ST. CHANNEL CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. IMPROVEMENT PLANS > > EXIST. 4. ALL PIPES OR STRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER , Q Q \. R,R, POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, PROJECT ETC,, SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO JURUPA ST. Ili SITE • w BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED - ww> > BY OTHERS, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY 0 Q ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. JASMINE STREET > z wFRANCIS ST. a 5. WATER VALVES COVERS SHALL BE RAISED TO GRADE BY THE PAVINGPARCEL MAP 11668 Y w z CONTRACTOR. J 15 J < w 6. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. INLAND -DISTRIBUTION z w 7. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORKING AROUND THEIR FACILITIES. FONTANA VICINITY MAP - 8. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. CITY OF NO SCALE 9. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. QUANTITY ESTIMATE 10. BACKFILL MATERALS TO HAVE A S.E. OF 30 (MIN.) AND MIN. COMPACTION OF 90%, COUNTY0F.-SANBERNARDINOITEM QUANTITY I CONST. A.C. OVER A.B. (ASSUME 5. A.C. OVER _I2" COMPACTIVE NATIVE ll. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO - GRADE DURING PAVING. FOR ESTIMATING PURPOSES ONLY. ACTUAL PAVING THICKNESS TO BE DETERMINED PER PAVING NOTE). 81421 S.F. 12. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 2 CONST. CONCRETE CURB (8„ C.F.) $ GUTTER PER CITY OF FONTANA STD. DETAIL 101. 2300 L.F. 13. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE ON EXISTING WATERLINES, 3 CONST. COMMERCIAL DRIVEWAY (W PER PLAN, R=61 PER CITY OF FONTANA - 14. IF EXISTING UTILITIES OR OTHER FACILITIES CONFLICT WITH THE PROPOSED RAW RAW STD. DETAIL 102-A 3.099 S.F. CONST. A.C. OVERLAY (I" MIN.) 1494 S.F. IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 76' . 15, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY .THE 6-' 32' � 32' 6' 5 SAWCUT & REMOVE EXISTING A.C. PAVEMENT. 374 S.F. ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE 6 REMOVE EXISTING CONCRETE DRIVEWAY 1501 S.F. THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL s' 24' 24' 8' 7 1 REMOVE EXISTING CURB & GUTTER, 15 L.F. THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF -o.l a' � 8 INSTALL STOP SIGN PER CITY OF FONTANA ,REQUIREMENT I EA. THE CITY OF FONTANA. ; -0.18' -LLEVEEL oo' - 4s' __ LINE 9 INSTALL STREET NAME SIGN PER CITY OF FONTANA REQUIREMENT I EA. 16. LOCATIONS OF PUBLIC UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE 2 �� INFORMATION. HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO `Y�� ' 2% 2%_4� 10 CONST DRIVEWAY CURB RETURN ONLY PER CITY OF FONTANA STD • DETAIL ` 102-C (R=14') INCLUDING_ CONC. SPANDREL TO JOIN EXIST 6WIDE CONC. GUTTER 97 S.F. DETERMINE'THE TRUE LOCATION AND ELEVATION IN THE FIELD OF ANY EXISTING 8° CURB � GUTTER ' - - UTILITIES AND TO EXERCISE PROPER PRECAUTIONS TO AVOID INJURY OR DAMAGE 8° CURB 8 GUTTER I I CATCH BASIN ( W = 7' ) 8 LOCAL DEPRESSION TO BE CONST. PER STORM THERETO. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT FOR DRAIN PLANS. UTILITY LOCATION BEFORE EXCAVATION AT 1-800-422-4133. 76' LEVEL SECTION , JASMINE STREET 12 CATCH BASIN (W=14) $ LOCAL DEPRESSION TO BE CONST. PER STORM DRAIN PLANS. T. 1. STA. 4+33.23 TO 13+02.50 13 . CONST. DISCHARGE. STRUCTURE PER CITY OF FONTANA STD. PLAN 124 : 3 -EA. 17. CONTRACOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, 14 CONST. CONC. CURB (6" C.F.) PER CITY OF FONTANA STD. DETAIL 101 62.4 L.F. AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID 15 REMOVE EXISTING SUB STATION BY OTHERS CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 16 INSTALL 9500 HPS STREET LIGHT ON ORNAMENTAL POLE _ '��'' '''6 EA. 18. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER 1-11N5TRLL DRP\l?� PSR L1T�( OF �DNTP�NA STD. DETI'�1L 12�- -- A , C51�E 1� .. Z R. ;y IMPROVEMENTS INCLUDING, BUT NOT LIMITED T0, GAS, TELEPHONE, ELECTRICAL LIGHTING TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED Oi IS CONSTRUCT 45` IDE C R5 ADJACruNT 519FWK PER CI TY OF f0tITAgA STO- f- . 1 k = _ WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. 48 HOURS PRIOR TO EXCAVATION NEAR THEIR FACILITIES, NOTIFY= R/W 84, R/W { 38 46 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR 6' 8' 24' 8' 24' 8' 6' CITY OF FONTANA THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PACIFIC, TELEPHONE 8 TELEGRAPH COMPANY PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE 8353 SIERRA AVENUE 3073 ADAMS STREET THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED- FONTANA, CALIFORNIA 92335 RIVERSIDE, CALIFORNIA 92504 i TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR TELEPHONE (714) 350-7610 TELEPHONE (714) 359-2524-0.68' - - STRUCTURES NOT SHOWN ON THESE PLANS, AND -IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY 0.98' - .0.50 - 0.98 - 0.68' DAMAGE TO THESE LINES OR STRUCTURES. SO. CALIF GAS COMPANY _UNDERGROUND SERVICE ALERT 2% _ __ ° __ __ LEVEL_LINE ° 1981 W. LUGONIA AVENUE TELEPHONE (800) 422-4133 - _ 4% _2/ -LEVEL _ 4 _2/� CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE REDLANDS, CALIFORNIA 92374 -CONDITIONS OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS TELEPHONE (714) 884-9411 COMCAST CABLE -0.50' _ REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS, AND THAT 8561 NUEVO AVENUE 6" CURB THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ENGINEER AND THE OWNER HARMLESS FROM SOUTHERN CALIFORNIA EDISON COMPANY FONTANA, CALIFORNIA 92335 8' CURB 8 GUTTER 8" CURB 8 GUTTER ANY AND ALL LIABILITY, REAL OR ALLEDGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON 300 N. PEPPER AVENUE TELEPHONE (714) 350-2344 THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. RIALTO, CALIFORNIA 92376 TELEPHONE FONTANA WATER COMPANY CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES (714) 820-5598 - UNDERGROUND 8440 NUEVO AVENUE TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. (714) 875-5100 - TRANSMISSION FONTANA, CALIFORNIA 92335 (213) 637-1233 - PIPELINES OR (714) 822-2201 THE CONSTRUCTION ENGINEER AND THE CITY OF FONTANA SHALL NOT BE RESPONSIBLE IN ANY (800) 422-4133 84 LEVEL SECTION.WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S NON COMPLIANCE WITH THE "OCCUPATIONAL JASMINE STREET SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR " OR WITH THE STATE OF T. 1. = CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". -- STA. 0+66.00 TO 3+49.23 CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS FOR STORM DRAINS AND SEWERS THAT ARE PAVING NOTES TO BE JOINED, PRIOR TO CONSTRUCTION OF NEW FACILITIES. ANY DISCREPANCIES FROM PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. ACTUAL THICKNESS OF BASE MATERIAL TO BE DETERMINED BY SOIL TEST AND RECOMMENDED BY THE SOILS ENGINEER."R" VALUES, SAND EQUIVALENTS AND STRUCTURAL SECTION OF STREETS SHALL BE SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES AND SWALES_ FROM UNDERMINING FESS/0� STREET IMPROVEMENTS UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE Q�oFEss,oNq Q�pFESS/p�Ilk TEMPORARY GUNITE SWALES, ENTERING OR LEAVING IMPROVEMENTS. `�� J�?Lo .. �F �0 A. D r" . �• PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF N0.29604 mCD l - rn THE CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF ROUGH GRADING. Exp. 3-31-07 w RCE #31731 m C.033� 04 , ac EXP. 12-31-92 FOFCA�-\F d' ~ego A.14. q� F OF CpL`�o \ a bawl BENCH MARK REVISIONS= CITY OF FONTANA ELEVATIONS SHOWN HEREON ARE BASED NO. DESCRIPTION ENG`R. DATE APPROVED DATE 'JOHNSON -FRANK & ASSOCIATES INC. ON SAN BERNARDINO COUNTY SURVEYOR 0 NbbED 1TET1 1l TD QTY. t6T. uL 5150 EAST HUNTER AVENUE PUBLIC WORKS DEPARTMENT DATUM, BENCH MARK 118 2 ADDED 5196WALK LF 12161061 ANAHEIM, CALIF. 92807 P.K. NAIL SET IN CONCRETE BASE OF PHONE (714) 777-8877 DESIGN BY CK , STREET IMPROVEMENT PLANS SCALE _ SOUTHERN CALIFORNIA EDISON TOWER NO. J.FA. J.N. 351-87 AS SHOWN TITLE SHEET 2/1 NO. 2 VISTA ETIWANDA, 100 FT. WEST EPARED UNDER THE PERVISION OF DRAWN BY DB - DATE PR INLAND DISTRIBUTION CENTER OF ETIWANDA AVE., AND 300 FT. SOUTH • OF AIRPORT DRIVE. CHECKED BY DWG. No SHT. NO ' - ELEVATION =` 969 8 8 WILLIAM L. HARRIS R.C.E. 31737 DATE E.C.-Y.P, APPROVED 9Y 4�see.� 3��d .�e�Z-� pF 3 4 . . -INTER& CITY ENGINEER R.C.E.25126 I